Under 3 different cell pressures on a water-saturated clay soilsampleTriaxial pressure test with consolidation drainage was performed.Ground tested sample is 38 mm in diameter and 76 mm in height.At the time of collapse in experimentsAccording to the parameters given in the table below;sample12cell pressure200400600(Kpa)Axial load at4808951300the time ofcollapse(kN)Axial length7.228.369.41shortening atthe time ofcollapse(mm)Volume5.257.49.3change at thetime ofcollapse (ml) a) The deviator stress for each test sample and what you will obtainw w m wwhm wfor drained conditionsCalculate the shear strength parameters.b) For experiment no.1, find the effective normal and shear stressesacting on the shear plane.wwwm wwm wcalculate. Determine the angle that the slip plane makes with thehorizontal.wwm ww m w wwww ww mc) In clay soils with the same effective shear strength parametersIf a combined drainless triaxial pressure test has been carried out andthis sample is 240wwwwwww ww vwwww wwwIf KPa had collapsed under cell pressure and 277 kPa deviatoricwwwn bw wwstress,wwwwwWhat will be the pore pressure in the sample at the time of collapse?w mwwm d w b wwwm ww mw mlw

Name: Under 3 different cell pressures on a water-saturated clay soilsample
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Description: Under 3 different cell pressures on a water-saturated clay soilsampleTriaxial pressure test with consolidation drainage was performed.Ground tested sample is 38 mm in diameter and 76 mm in height.At the time of collapse in experimentsAccording to th

To determine: The pore pressure in the sample at the time of collapse

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the shear strength parameters. b) For experiment no.1, find the effective normal and shear stresses wwww www acting on the shear plane. calculate. Determine the angle that the slip plane makes with the horizontal. c) In clay soils with the same effective shear strength parameters If a combined drainless triaxial pressure test has been carried out and this sample is 240 wwm ww If KPa had collapsed under cell pressure and 277 kPa deviatoric stress, www What will be the pore pressure in the sample at the time of collapse? wwwm w

the shear strength parameters. b) For experiment no.1, find the effective normal and shear stresses wwww www acting on the shear plane. calculate. Determine the angle that the slip plane makes with the horizontal. c) In clay soils with the same effective shear strength parameters If a combined drainless triaxial pressure test has been carried out and this sample is 240 wwm ww If KPa had collapsed under cell pressure and 277 kPa deviatoric stress, www What will be the pore pressure in the sample at the time of collapse? wwwm w

University Physics Volume 1

18th Edition

ISBN:9781938168277

Author:William Moebs, Samuel J. Ling, Jeff Sanny

Publisher:William Moebs, Samuel J. Ling, Jeff Sanny

Chapter14: Fluid Mechanics

Section: Chapter Questions

Problem 26CQ: Some chimney pipes have a T-shape, with a crosspiece on top that helps draw up gases whenever there...

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